Soil flow mechanisms around and between stiffeners of caissons during installation in clay M. Hossain, B. Lehane, Y. Hu, Y. Gao, 2012, In: Canadian Geotechnical Journal, 49, p. 442-459
Mitigating risks for safe travelling of earth moving equipment on covers placing over mine tailings M. Hossain, A. Fourie, B. Yi-Wen, 2012, Proceedings of the 2012 Australian Mining Technology Conference:, 1, p. 151-162
Numerical study of spudcan penetration in loose sand overlying clay L. Yu, Y. Hu, J. Liu, M. Randolph, X. Kong, 2012, In: Computers and Geotechnics, 46, p. 1-12
A numerical study of cone penetration in fine-grained soils allowing for consolidation effects J. Yi, S. Goh, F. Lee, M. Randolph, 2012, In: Geotechnique, 62, p. 707-719
Offshore Design Approaches and Model Tests for Sub-Failure Cyclic Loading of Foundations M. Randolph, 2012, Mechanical Behaviour of Soils under Environmentally Induced Cyclic Loads:, 534, p. 441-480, (International Centre for Mechanical Sciences (CISM), Courses and Lectures)
Modelling the axial soil resistance on deep-water pipelines M. Randolph, D. White, Y. Yan, 2012, In: Geotechnique, 62, p. 837-846
Centrifuge study of capacity of a skirted foundation under eccentric transient and sustained uplift H. Acosta-Martinez, S. Gourvenec, M. Randolph, 2012, In: Geotechnique, 62, p. 317-328
Analytical modelling of the steady flow of a submarine slide and consequent loading on a pipeline N. Boukpeti, D. White, M. Randolph, 2012, In: Geotechnique, 62, p. 137-146
Strength of fine-grained soils at the solid-fluid transition N. Boukpeti, D. White, M. Randolph, H. Low, 2012, In: Geotechnique, 62, p. 213-226
Cyclic Interface Shearing in Sand and Cemented Soils and Application to Axial Response of Piles M. Randolph, 2012, Mechanical Behaviour of Soils under Environmentally Induced Cyclic Loads:, 534, p. 481-521, (International Centre for Mechanical Sciences, Courses and Lectures - No. 534)
Elastoplastic consolidation beneath shallowly embedded offshore pipelines S. Chatterjee, Y. Yan, M. Randolph, D. White, 2012, In: Geotechnique Letters, 2, p. 73-79
Numerical simulations of pipe-soil interaction during large lateral movements on clay S. Chatterjee, D. White, M. Randolph, 2012, In: Geotechnique, 62, p. 693-705
The effect of penetration rate and strain softening on the vertical penetration resistance of seabed pipelines S. Chatterjee, M. Randolph, D. White, 2012, In: Geotechnique, 62, p. 573-582
Influence of Partial Consolidation during Cone Penetration on Estimated Soil Behavior Type and Pore Pressure Dissipation Measurements J. Dejong, M. Randolph, 2012, In: Journal of Geotechnical and Geoenvironmental Engineering, 138, p. 777-788
Use of epoxy in developing miniature ball penetrometers for application in a geotechnical centrifuge K. Lee, M. Cassidy, M. Randolph, 2012, In: International Journal of Physical Modelling in Geotechnics, 12, p. 119-128
Closure discussion of “Geotechnical characterisation and engineering properties of Burswood clay” H. Low, M. Landon Maynard, M. Randolph, D. Degroot, 2012, In: Geotechnique, 62, p. 653-656
Failure mechanisms of skirted foundations in uplift and compression D. Mana, S. Gourvenec, M. Randolph, M. Hossain, 2012, In: International Journal of Physical Modelling in Geotechnics, 12, p. 47-62
An analytical solution for the consolidation around a laterally loaded pile A. Osman, M. Randolph, 2012, In: International Journal of Geomechanics, 12, p. 199-208
Evaluation of the Remoulded Shear Strength of Offshore Clays and Application to Pipeline-Soil and Riser-Soil Interaction M. Randolph, 2012, Mechanical Behaviour of Soils under Environmentally Induced Cyclic Loads:, 534, p. 529-573, (International Centre for Mechanical Sciences (CISM), Courses and Lectures)
Interaction forces between pipelines and submarine slides — A geotechnical viewpoint M. Randolph, D. White, 2012, In: Ocean Engineering, 48, p. 32-37
